Chapter
Apr 26, 2012
Slab Construction-30 Years Later
Authors: W. Tom Witherspoon and Jason TaylorAuthor Affiliations
Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Abstract
A residential foundation repair project is described. Poor construction of the original foundation, consisting of slab on grade and perimeter grade beams, resulted in damage in the form of settlement, cracking, misalignment of doors, and plumbing leaks. The initial remediation plan involved construction of underpinning piers. Pier installation beneath perimeter grade beams was accomplished, however it was discovered that interior slabs that were designed to be 6-inches thick were in fact only 2-inches thick and not properly reinforced. A 2-stage repair was used consisting of grout injection to increase the effective slab thickness followed by mudjacking to establish the original slab elevations. This process was highly successful and suggests an approach for addressing similar residential foundation repairs.
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© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Beams
- Construction engineering
- Construction industry
- Construction management
- Foundation construction
- Foundation settlement
- Foundations
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic structures
- Piers
- Ports and harbors
- Project management
- Residential construction
- Slabs
- Structural engineering
- Structural members
- Structural systems
- Water and water resources
Authors
Affiliations
W. Tom Witherspoon
President, S&W Foundation Contractors, 1030 East Belt Line Rd., Richardson, TX 75081-3703
Jason Taylor
Project engineer, S&W Foundation Contractors, 1030 East Belt Line Rd., Richardson, TX 75081-3703
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